HomeMy WebLinkAboutPermit B93-0009 - QUALEX / KITS PHOTO LAB - PARTITION AND FLOORINGB93-0009
QUALEX / KITS PHOTO LAB
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City v 7�xrcwi�.
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
BUILDING PERMIT
Permit No: B93 -0009
Type: B -BUILD
Category: ACOM
Address: 1233 ANDOVER PK E
Location:
Parcel #: 352304 -9084
Zoning:
Type Const: VN
Gas /Elec:
Wetlands:
Water: TUKWILA
Contractor License No.: RKOIN 110BF
TENANT
QUALEX /KITS PHOTO LAB
OWNER VALLEY PROPERTIES'.
6051 SOUTH 194tH :;ST, KENT WA 9,8032
CONTACT DANIEL M REINA Phone: 206 562 -0578
13620 NE :. 20'- SUITE' J, = ,BELLEVUE:, •WA 98005;
CONTRACTOR RKO, INC
I Nf C ° ;
206 547-1940
13620,N 20 "SUITE J, BELLEVUE WA ,98005,
L * * J* L L R * * * i* T t yR* *Jy y J * * * L * y * L * y L * * * * R * * * y L L { * *J** * L * * y * * * y * T L * * y
R * y
Permit Description:
INTERIOR ,PARTITION RELOCATION, PARTIAL FLOORING
Status: ISSUED
Issued: 02/08/1993
Expires: 08/07/1993
Type of Occupancy: OFFICE
Slopes: N
Sewer: TUKWILA
Units 00`0`:' Front.
Buildings '000 Le t.
Fire Protection: SPRINKLERED
UBC Edition: 1991 Valuation: 100,000:00
' .Tot`al' Permit Fee: 1,059.x:68.
*** k*************:`***********************,** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
..
SETBACKS :...
Back:.
Right..,
Perini
d''Sign'ature
I hereby`,sce,rt'i :that I have read and exa'm.ned this ,'permit and know, the
same to be! .true and correct. All prov;ision`s of.. law.` and ordinances''
governing -�th:is -,work wirl l be complied :with, wh .et:her.,.spe`cified'here:rin or not
The granting;; of this,,,,,p,ermit does not presume" to'" giVe a,uthority`y,to violate
or cancel therovis;ieons o-0-any other state or .,lo`cal laws regulating
construction or the p'e'rformance .o,f,.,work. „I atn` authorized to ;sign for and
obtain this bu ;.ng permit
Signature:
Print Name:��u� --
This permit shall become null an'tl' "'vat i=f the work is not commenced within
180 days from the date of issuance, or if the work is suspended or
abandoned for a period of 180 days from the last inspection.
CITY OF TUKWILA
Department of Cod.. ?,,unity Development — Permit Center
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
Building Permit Application Tracking
.PLAN CHECK
NUMBER
6q3
PROJECT NAME
ua -Ph r D Lb
SITE ADDRESS SUITE NO.
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so
that the status of the project may be ascertained at any time.
• Plan corrections shall be completed and approved prior to sending to the next department.
• Any conditions or requirements for the permit shall be noted in the Sierra system or summarized
concisely in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ", date and initial.
DEPARTMENTAL REVIEW
"X" in box indicates which departments need to review the project.
DEPARTMENT
DATE IN
DATE
APPROVED':
REQUIREMENTS /:: COMMENTS
BUILDING -
initial review
DATE NOTIFIED
` �� ��r3
"� i
GROUTED
/(,2_ ._ q 3
CONSULTANT: Date Sent - Date Approved -
FIRE PROTECTION: jj Sprinklers Detectors �N /A
FIRE
1 ('\(f
FIRE DEPT. LETTER DATED: f -m-43 INSPECTOR: ,, _ lei-7o
INIT: 4._ - .f.57b
3RD NOTIFICATION
PLANNING
/y'��
w
ZONING: IBAR/LAND USE CONDITIONS? ( Yes U No
REFERENCE FILE NOS.: ,
If4)/�
MINIMUM SETBACKS: N- S- E- W-
PUBLIC
WORKS
�(/ /A
UTILITY PERMITS REQUIRED? ( ) Yes ( ) No
PUBLIC WORKS LETTER DATED:
INIT:
0 OTHER
INIT:
Y) BUILDING -
final review
(/
2 Z g��,
TYPE OF CONSTRUCTION: CON U N:
U ("S-p.
CERTOOF OCCUPANCY?
Yes QNo
U EDITION (year):
INIT: �� .
X BUILDING
OFFICIAL
V4)la�,
INIT: CO
REVIEW COMPLETED
AMOUNT
OWING:
-I {
/� n
lf� �', lJ0
CONTACTED
(a\
(;
ll
DATE NOTIFIED
C-
L
- BY:
- (init.)
Galen
2nd NOTIFICATION
BY:
(init.)
3RD NOTIFICATION
BY:
(init.)
01 /08/93
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
BUILDIf'3 PERMIT
APPLICATION
PLAN CHECK ak a /h � ,, of
NUMBE.R J 11�
DESCRIP.TION.'
BUILDING PERMIT FEE
PLAN.CHECK FEE> :_':
BUILDING SURCHARGE:
OTHER:
AMOUNT.:
RCPT:.#
DATE:
TOTAL: > - l,7 >'fo'g
SITE ADDRESS SUITE #
1233 Andover Park East, Tukwila, WA a8o32_
VALUE OF CONSTRUCTION - $ 100, 000.00
PROJECT NAME/TENANT
Qualex /Kits Photo Lab
ASSESSOR ACCOUNT #
+% $$ $ $ 7910 Qtr -SS..d o
(commercial) LJ Demolition (building) ri 1 S 5 a. R
0 Other
TYPE OF 0 New Building U Addition *Tenant Improvement
WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential)
DESCRIBE WORK TO BE DONE:
Interior partition relocation; partial flooring; plumbing; electrical; finishes
BUILDING USE (office, warehouse, etc.)
Office /Warehouse
NATURE OF BUSINESS: Photo Lab
WILL THERE BE A CHANGE IN USE? t No 0 Yes if Yes, new building requirements may need to be met. Please explain:
SQUARE FOOTAGE - Building: 12,530 Tenant Space: 12,530 Area of Construction: 10,086
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
0 No ® Yes IF YES, EXPLAIN:
Existing photo developing materials
PROPERTY OWNER Binaf Properties
(PHONE 872_3688
ZIP 98032
ADDRESS 6051 So. 194th St., Kent, WA
CONTRACTOR RKO, INC.
PHONE 562 -0578
ADDRESS 13620 NE 20th, Suite J, Bellevue,
WA
98005
ZIP 98005
WA. ST. CONTRACTOR'S LICENSE # RKOIN 110BF
EXP. DATE 12/20/93
ARCHITECT Kuppler Diel Webb
PHONE 547 -1940
ADDRESS 2225 No. 56th, Seattle, WA
ZIP 98103
1':HEREBY: CERTIFY :;THAT f HAVE READ AND :EXAMINED;:THIS AF ..PLICATION.;AND, KNpW.:TH>= ;SAME.;'
BE;TRUE `AND CORRECT, AND 1 AM AUTHORIZED. TO APPLY':FOR THIS PERMIT
BUILDING OWNER
OR
AUTHORIZED
AGENT
SIGNATURE DATE
M
PRINTNAME Daniel M. Reina, Pres. /RKO, Inc.
1/5/93
PHONE 562 -0578
ADDRESS 13620 N.E. 20th, Suite J
CITY/ZIP Bellevue 98005
CONTACTPERSON Daniel Reina or Bruce Harris
PHONE 562 -0578
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the
application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at
the Building counter which provide more detailed information on application and plan submittal requirements.
Application and plans must be complete in order to be accepted for plan review.
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of
Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting
application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is
subject to possible revision by the Building Division to comply with current fee schedules.
BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor
licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this
permit application and obtain the permit will be required as part of this submittal.
EXPIRATION OF PLAN REVIEW Applications for which no pennit is issued within 180 days following the date of application shall
expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180
days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition).
No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 431 -3670.
DATE APPLICATION ACCEPTED
/ -/3- 93
DATE APPLICATION EXPIRES
031,610,
J
SU 'MATTAL CHECKLIST
COMMERCIAL.
NEW COMMERCIAL t3UILDINGbfADDtTIQNS:
ri Completed budding permit application (one for each;structure
Assessor Account Number
• Two sets. (2) of the following:
Specifications:.
Structural.ca)culations stamped by ;a Washington State license
engineer
Soils report stamped by a; Washington State :licensed engineer
Topographical : survey
Energy calculations stamped by a Washington State.licens
—:".: engineer or architect
t.egai desoription
Working drawings; stamped by a Washington State Iicensei
: architect, which :include
Site'plan
• Archltecturaldrawings :
• : Structural•drawings
• :Mechanical drawings
Elevations
•.Civiidrawings:
Landscape plan
Completed utility permit applicatiori
SIX.() seta of civil:drawings
one for entire:project
•NOTE: See uti ity permit application and'checkbst for specific utili'
submittal: requirements; :!
RACK,STORAGI? i.
I 1 Completed building permit application
] tissessor Aocount Number'
•
Two (2) sets of plans,. which include:
Location :of tenant space .!
Existing ;and proposed parking
Landscape plan,(if applicable, i e , chango'of use)
Overall; building plan
enantlocation
se of adjacent (common wall) tenant
► Overall; dimensions of building or square• footage
:fiber plan of proposed tenant space
•Tenant space plan with use of each room'labelled
• Exit doors, egress patterns
• New walls, existing wall, and walls to be demolished
Construction' details
Cross sections showing' wail construction and method;o
attachment for (loorand.ceiiing
Structural calculauons stamped by a Washington: State licensed;
engineer may be required if structural work is to be done (2 sets;
NOTE ll any utility work is to be done, submit separate uNhfy permit:
apphcahon:and ans:
REROOF
• Completed building permit application
Assessor Account Number
Narrative describing existing roof, material being removed; en
material being installed
foreach structure
•:::NOTE.: A:Ceitificaiiekletter S.retitlirecl prior to .. . .
off of the permit:::.
JBudding floor plan showing;
Entire space where racks will be. located
• Exit doors'.
oors ..;:
• Dimensions of all aisles
Tenant space floor plan showing rack storage layout, aisles and
exits
NOTE Include dimensions'ol racks (height, width and length), aisles
and exit ways on plan.':,
Structural calculations stamped by a Washington State licensed:
engineer (rack storage 8' and over).
RESIDENTIAL.
ANTENNAISATELLITE ,DISHES
Completed building permit application
Assessor Account Number
n
Two (2) sets of plans which include
1� Site Plan (showing building and location of antenna/satellite• :di
Details. antenna/satellite dish and.metliod;of attachment
•
:Structural calculations stampedby a Washington State license
engineer may be required
NEW:SINGLE•FAMILY DWELLINGS /ADDITIONS.
i .eampletedbudding permit application (one :for oach :structure
L J Legal description.
RESIDENTIAL REMODELS•
Completed building permit application (one for
•Assessor Account Numbe
o (2) sets of workir
ite plan
Foundation plan
Floor plan.
Roof plait;
Building elevations (all views
Building;cross secuon::
tructural framing plans
NOTE /f any. utigi work is to ..be done prov(de: utility permit
and plans must be submitted:; • :. "'
H.AsSessor Account Number:
LaTwci sets (2) of working drawings,• which include
Site plan - ._..r. (Cn plan, show closest hydrant location .
Foundation plan Include access to belIding showing'
• ,Floor plan width and length oI access.)
Roof plan
�;Building:elovatians;(all views
• Building cross section
• Structural framing plans:
.1
Washington State Energy Code data
Completed utility permit application'
Six (6) sets of site plans showing utilities
each structure
REROOFS
:Completed building permit application (one
NOTE::. Building site plan and utility site plan maybe combined See
utility permit application' and checklist for specific: submittal. requirements
application
;Assessor,-;Account;Numbo'
Narrative describing existing roof,
material; being installed
Additional topographical and soils information may be required if unique :.
site. conditions. `;
::NOTE A certification letter is required prior
off of the permit
•
k* * * *�t/f********** ** ****** 4 *k******k**kk**hh****A***k* .*****4**
CITY ,pF TUKWILA, MA TRANSMIT
k** 04 k4,**r4,k k4k *****4kk ****kk *k* * *10,hrF.k** * *A** **4k'k;hkkkkkk
TRANSMIT dumber . _1a0QO0a4 Amount: :415„.611A)1/13/.93 43129
Parm,i:t Non B'3w0A03; T.ype: B- BUILD' BUILDING PE�10id3.T1 /93.
Parc.e1 Ala; 352304 -9084
S7te Addre: sa-,1233 ANDt VCR. P.K E
Payment'' Method.: 'CHCC.K Notatt i an R KO INC
* GENERA
TOTAL
CHECK
@ CHANGE
415.68
415.68
415.68
0.00
7005A000 17:10
/nit: DLM
* *kkk * * * *,k*** **k*.k *'*** ** *** k.********* * *k * *** *kk. *k.k ** *. *k *.**kkk'.k
`Account :Cade :Description Paid.
000/ 45.830. PLAN CHECK - NONRCa 4(1�5j'.t 8
Total (This payment). 415.68
Total Fees:
Total P11.: Paiyment5a.
Balance«
11059.68
415..68
644.00
`k *kk * * * *k* * * * * * **** X14******** kk*** *k*kk*****k******* *************
CITY, OF T.UKWIIA, 'WA` , .TRANSMIT.
******* k******** k **#t** * * * * *rt *-k'* *k * * *** ***** lr *h **** * *k* **k4 4***
TRAWBMXT Number 43000176.;. Amount: :644.00 02/08/93 11:33
Permit .No: 893- 0,009;: Type: B- BUILD - BUXLDXHG PERMIT.
Parcel ',Ncu 332"30 €4 - 9089 `• 02/08/93
n
�3ite Addre'an - 1233,. ANDOVER: PK E
Payment ;Method CHEC'K Natation: RKO, TNC In i t z $A0
** k********** * **k* * ** * ** **k *k * *k **** ** ****** r* * *** * * *k **h *:kk* * **
A000.urti: •:Coda Dearrr i pt i on ' Pa i rd
000132.400
BUILDING -- NONRES 639.30
000/386.904
STATE BUILDING SURCHARGE 4.50
Total (This Payment): 644.00
Total Fees:
Total All Payments:
Balance:
1,059.68
:1,059.68
.00
GENERA 639.50
GENERA 4.50..
TOTAL. 644.00
CHECK 644.00
CHANGE 0.00
7751A000 14:16
Address: 1233 ANDOVER PK E
CITY OF TUKWILA
Sx
Permit No: B93 -0009
Tenant: QUALEX /KITS PHOTO LAB Status: ISSUED
Type: B -BUILD Applied: 01/13/1993
Parcel #: 352304 -9084 Issued: 02/08/1993
*•k * **** * * * * ** * * ** * **•k* k**• k**** * ** ** * *** ***k* * ***•k* ** ** * ** *•* It *** *** **•k * **•k•k*
Permit Conditions:
1. No changes will be made,, to: the plans uniess •:approved by the
Architect and the Tukwila, Bui'lding Div'islon,
2. Plumbing permit shall be ob;taihed through the-:Seattle-King
r
County Departrnne ,.tswo'f Public Hea}l th l umb i ng Wi l ;1;. be
inspected by. that agency,' 5inc- lu.'ding all gas `piping
(296 -4722) .•,., ./ 1.) ;. ' .:, =' r:;
3. Electricals; permit shall be,,obta`ined through the4ashingt'on
State Difv.Is'ion` of Labor: and Industries and all electrical
work wi Wbe ins.pected. by that'•.a'gency (248 -6657) .%,
4. All mechanical work' °shall. b,e' LinderrFs,eparate permit "through`
the. City' of ;Tukwila. ";`•,.? ,
5. All permits {," inspection �record,_
s.;:and approved plans shall' b
main;ar1neda9ail;able at'the job° s"ite;:.prior to the start ,of
any rco`nstruction. These °`documents are to be maintained
ava.F 1(ab l el-un`t irl' final~ finspect;i on appr.oval l s granted.,
6. Any ceiling grid ends light fixture installation is
required to meet° lateral ',bra°cing equ'frement;s for Seismic
Zone 3 °:.�,.,, >:r; e t ; '� t ,.
7. Paryt,itio�rlr {w'al is attached; to ce'i l ing grid must be laterally,
bra, }}cad If -:,:ozv e r. eight' (8 )1 feet ti n 1'e rl g t h.� r R ` ',
i Y i 4 Y� [ f ^:
8. Any „exposed�insulati�ons U:acking :,ittaterl;al� shat) have a; F.11ame.
Spread Rating of, 25 or less, and`..material',shalq bear_ jdentj”-
ficat,iands'hoWln'g, the fire performance ating thereof. Ln
9. All c'onst u'ctFion4<to be done in co'nf,orman.ce with approved
plans, hd r'bc(birei ents of the Unlform B,uilding,xCode .(1491,
EditioW as. amended,,, by the Washi;ngto i„; State BU .I�d`'ing Code,
Energy 04 g, Uniform , echancal -Code (1991 .Edition)`''3• and,..Washingtan Sta
10: Validity Doff tiPerr'lt`��. The'zi nuance of "a per mlt.._or , P naval 0
plans, spee.i 'tcatibns and computations shall not,'b'e ccl.,?
strued, to belA ermi t for, or ' an apprrva 1" .of, ''any, v l.o;l at`i on
of. any of the'k�pq •v i siaria of u th; g 4`4e �r, of any othOrY
Ordinance of th"t� Ur1sdictioh. peer pit :presimin ''to' give
authority or violateRyor c ncelt id rov1siprts of. t' is code'
shall be valid. 4yN k4 li" ^Ity� 5n i. "" irW�r= uk" i.5 1'
11. There shall *be no "occupancysf `.�, td 1rig(s) until the
final: inspection has 'bee.n completed by ',the Tukwila Building.
"Inspector. ° ,
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Fire Department Review
Control #B93 -0009
(510)
John W. Rants, Mayor
February 1, 1993
Re: Qualex /Kits Photo Lab - 1233 Andover Park East
Dear Sir:
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. Maintain fire extinguisher coverage throughout.
The total number of fire extinguishers required for
your establishment is calculated at one extinguisher
for each 3000 sq. ft. of area. The extinguisher(s)
should be of the "All Purpose" (2A, 10B:C) dry
chemical type. Travel distance to any fire
extinguisher must be 75' or less.. (NFPA 10, 3 -1.1)
Extinguishers shall be installed on the hangers or in
the brackets supplied, mounted in cabinets, or set on
shelves (NFPA 10, 1 -6.9), and shall be installed so
that the top of the extinguisher is not more than 5
feet above the floor. (NFPA 10, 1 -6.9)
Extinguishers shall be located so as to be in plain
view (if at all possible), or if not in plain view,
they shall be identified with a sign stating, "Fire
Extinguisher ", with an arrow pointing to the unit.
(NFPA 10, 1 -6.3) (UFC 10.505A)
Clear access to fire extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA
10, 1 -6.5)
2. No point in a sprinklered building may be more than
200 feet from an exit, measured along the path of travel.
(UBC 3303(d))
.
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
John W. Rants, Mayor
Page number 2
Exit doors shall swing in the direction of exit travel
when serving any hazardous area or when serving an
occupant load of 50 or more. (UBC 3304(b))
Exit doors shall be openable from the inside without
the use of a key or any special knowledge or effort.
Exit doors shall not be locked, chained, bolted,
barred, latched or otherwise rendered unusable. All
locking devices shall be of an approved type. (UFC
12.106(c))
Dead bolts are not allowed on auxiliary exit doors
unless the dead bolt is automatically retracted when
the door handle is engaged from inside the tenant
space.
Exit hardware and marking shall meet the requirements
of the Uniform Fire Code. (UFC 12.106 - 12.111)
Aisles leading to required exits shall be provided
from all portions of buildings. The width and spacing
of aisles shall be maintained at all times. (UFC
12.104(b))
Exits serving more than 50 occupants shall be provided
with illuminated exit signs. (UFC 12.111(d), UBC
3314(c))
Internally illuminated exit signs shall have both
bulbs working at all times. (UBC 3314(c))
When two or more exits from a story are required, exit
signs shall be installed at the required exits and
where otherwise necessary to clearly indicate the
direction of. egress. (UBC 3314(A))
3. All new sprinkler systems and all modifications to
existing sprinkler systems shall have fire department
review and approval of drawings prior to installation or
modification. New sprinkler systems and all modifications
to sprinkler systAMA invnlv;nri m.,re 4-hnm Kn
r
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4.404
Page number 3
John W. Rants, Mayor
have the written approval of the W.S.R.B., Factory Mutual,
Industrial Risk Insurers, Kemper or any other
representative designated and /or recognized by The City of
Tukwila, prior to submittal to the Tukwila Fire Prevention
Bureau. No sprinker work shall commence without approved
drawings. (City Ordinance #1528)
All sprinkler system plans, calculations and the
contractors Materials and Test Certificates submitted
to The Tukwila Fire Prevention Bureau must be stamped
with the appropriate level of competency seal. (WAC
212-80)
Maintain a 3' clear space around the sprinkler
riser(s) for emergency access. (UFC 10.504)
Hose racks must remain unobstructed to allow the rack
to swing freely. (UFC 10.504)
Sprinkler protection shall be extended to all areas
where required, including all enclosed areas, below
obstructions and under overhangs greater than four
feet wide. (NFPA 13- 4- 4.1.7.6.2)
Contact The Tukwila Fire Prevention Bureau to witness
all required inspections and tests. (UFC 10.503) (City
Ordinance #1646)
4. H.V.A.C. units rated at 2,000 cfm require
auto - shutdown devices. These devices shall be separately
zoned in the alarm panel and local U.L. central station
supervision is required. (City Ordinance #1528)
The installation of wiring and equipment shall be in
accordance with NFPA 70, Article 760, Fire Protective
Signaling Systems. (NFPA 72- 2 -1.4)
All new fire alarm systems or modifications to
existing systems shall have the written approval of
The Tukwila Fire Prevention Bureau. No work shall
ne mmcnna
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Page number 4
John W. Rants, Mayor
obtained. (City Ordinance #1528) (UFC 10.503)
5. All electrical work and equipment shall conform
strictly to the standards of The National Electrical Code.
(NFPA 70)
Each circuit breaker shall be legibly marked to
indicate it's purpose, (NEC 110 -22)
6. Material safety data sheets for all hazardous
materials on the premise shall be readily available on site
for emergency personnel. (UFC 80.106)
7. Required fire resistive construction, including
occupancy separations, area separation walls, exterior
walls due to location on property, fire resistive
requirements based on type of construction, draft stop
partitions and roof coverings shall be maintained as
specified in the Building Code and Fire Code and shall be
properly repaired, restored or replaced when damaged,
altered, breached, penetrated, removed or improperly
installed. (UFC 10.601)
When walls and ceilings are required to be of fire
resistive or noncombustible construction, interior
finish materials shall meet the requirements of U.B.C.
4203.
The maximum flame spread class of finish materials
used on interior walls and ceilings shall not exceed
that set forth in Table No. 42 -B of The Uniform
Building Code. (UBC 4204(a))
8. This review limited to speculative tenant space only -
special fire permits may be necessary depending on detailed
description of intended use.
Any overlooked hazardous condition and /or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
•
•
TO•
CASCADE TESTING LABORATORY. INC.
TESTING 4 INSPECTION / ENGINEERS /GEOLOGISTS
12919 NE. 126., PLACE
KIRKLAND, WASHINGTON 96034 12061823.9800
,EVERETT 12061 289.0817
KZ)
/
360.7o Ai, �4 71A
.Q•eiler.,J Go5 9gzio 5r
ATT N •
XClr! a 4,1Ca,2
THE FOLLOWING WAS NOTED:
SEE FIELD
REPORT No
91620
DATE
02- .q6 -93
CERT. NO.
936 .2 -
_76
PROJECT
LOC TION
/0'33- -4hd� /< 4',
BLDG. PERMIT NO.
/.39.3 —acx� 4
OWNER
Sa1'r7eCos C&tie
WEATHER CC-�•�
�%- �W%%%%
TEMP. AT `i.�0AM
e.. ce AT PM
ENGINEER
ARCHITECT
CONTRACTOR
FIELD TEST DATA -5,57 ! D
TRUCK SAMPLED Cq/ 1 TRUCK TICKET No, [pep
TIME
SLUMP
%AIR
UNIT
WEIGHT
YIELD
CEMENT
FACTOR
TEMP,
CONC
AIR
i/
��
38
C.A.
10q1/02
132,550
5.
384
a/0,, #,
c
3--2.6
TOTAL
/ 2. -7 GOO
4S / 0
5004-
e
-z6
,211
I2 I G
4300
COMPRESSIVE STRENGTH
BATCH DATA FOR 1 CU. YARD
-
DESIGN
WEIGHTS
%
MOIST
ADJUSTED
WEIGHTS
CEMENT
6-7-7
STRENGTH PSI
SET N0.
FA.
133?
3- S
'7
C.A.
10q1/02
132,550
a 2
WATER
a/0,, #,
c
3--2.6
TOTAL
/ 2. -7 GOO
CYLINDER
NUMBER
DATE
MADE
DATE
TESTED
AGE
DAYS
SI2E
WEIGHT
TOTAL LOAD
STRENGTH PSI
SET N0.
.5O0Z
- 026•q3
3- S
'7
(aYla
132,550
a 2
.S003
c
3--2.6
2q
/ 2. -7 GOO
4S / 0
5004-
e
-z6
,211
I2 I G
4300
/S ICK -
.:7
•
PRODUCERS/ CONCRETE
AEA ADMIX.
1.5,O0
CEMENT `�"'— CU, YARDS PLACED /d•
G CAC12 �, D J
PLACEMENT AREA & NOTES &J.,;/a, Co .6• 0/0/001/ea ,oh'1 .S Numb &r g3D.3 84314 137
S.�Ss1�
07- 4 ,os,r" ' G ,Opr 6/), o ��/� ,ajc�n� a>7 -�' "�'
74 A INSIrECTOR: �Gt''o
S6 �— DESIGN STRENGTH 4/600
COPIES TO: %i- IL/�' 11/1.1 h
3-
C+DIVIIV,U( IGNED
DEVEL opi',�Ew f
T
TO:
CASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION /ENGINEERS/GEOLOGISTS
121219 NE t26•.. PLACE
KIRKLAND, WASHINGTON 98034
eveR6TT
/�KD .max.
12061823.9600
12061 239.0817
ATTN.
THE FOLLOWING WAS NOTED:
FIELD TEST DATA S5 /i7
SEE FIELD
REPORT No
91620
DATE
o?- ""
TIME
CERT. NO.
0.2 '76
PRO
Ot-itzle/
LO • TION
.__ = '& /< E,
•G. PERM T NO.
3 --ate ?
OWNER
Sarr�cs cbove,
WE • HER
C50.-
t7
TEMP. 6 AT 1J.�0AM
2S" AT PM
ENGINEER
11 ��
ARCHITECT
tl i �•- ••'` °' "'"
CONTRACTOR
�n :r1 1 0 .,',
TRUCK SAMPLED (PV C:1 TRUCK TICKET No. 70 ?6, 7
TIME
SLUMP
%AIR
UNIT
WEIGHT
YIELD
CEMENT
FACTOR
TEMP.
CONC
AIR
L11
11 ��
38a
C.A.
10.? Va.
s2 _550
5,2
38°
a AG/• 7L1
,p021-93
5004
TOTAL
3-2--6,
./&
COMPRESSIVE STRENGTH
BATCH DATbb FOR 1,CU.NARD ''
DATE
MADE
DESIGN
WEIGHTS
%
MOIST
ADJUSTED
WEIGHTS
CEMENT
571
STRENGTH PSI
SET NO.
.
FA.
s ? y.
1339
3-�
3 "z-6
7
.2_d
C.A.
10.? Va.
s2 _550
z' 20
WATER
a AG/• 7L1
,p021-93
5004
TOTAL
3-2--6,
./&
CYLINDER
NUMBER
DATE
MADE
DATE
TESTED
AGE
DAYS
SIZE
WEIGHT
TOTAL LOAD
STRENGTH PSI
SET NO.
50 0 Z
3-�
3 "z-6
7
.2_d
CaYIa
s2 _550
z' 20
.5003
,p021-93
5004
3-2--6,
./&
Est
PRODUCERS:
CONCRETE /G�!Q%�
AEA ADMIX.
PLACEMENT AREA & NOTES
�c�SI
t,S; O 0
CEMENT
CU. YARDS PLACED 100
CAC12 •G DESIGN STRENGTH 1/4C20
COPIES TO: l L Imo+
3' SIGNED:
t.
1908
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575-4404
Gary L. VanDusen, Mayor
TUKWILA FIRE DEPARTMENT
FIiNAL APPROVAL FORM
Control No.
1, 1 _ (J C u
Permit No.
Project Name /r 1 T" ; .F' 11 c.) T'C3
Address / Z? z A Suite #
Retain current inspection schedule
Needs shift inspection
- Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
C
Authorized Signature Date
/8
ci
FINALAPP.FRM T.F.D. Form F.P. 85
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 3670
•r, : ..:
ype o nspect .n:
'3 4. �~
•--
/
Special instructions:— ,
2 ; {9C)
0,1/ /A//aj. ,vcu 72
Date Wanted:
/�` "2f JJ am�
•Requester.
Phone No.:
1l Approved per applicable codes.
COMMENTS:
❑ Corrections required prior to approval.
Inspeclar:
0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
FaecePt No.:
e:
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206) 431 -3670
' EIAMM ype o nspect • n i
kirMillff—° allee.
‘ --- CI
. = • • Instructions:
Date anted:
4'4 — e-q3 anti
Requester:
I.♦
Phone
• 4R-7q
❑ Approved per applicable codes. /I Corrections required prior to approval.
COMMENTS: '
I c e r- -r 13 EZct-mtcA, Fi iJfrL.
CA-1.10111 O J1 "MG— M tL of 7`1kF" 3u t LL I r•1C7 MAR
r�T 8 I NzrA -t.� 9 r'en.. Pt.r 4 - A N C tt ta.1, PaaT
ON oN-t. N A-rJ o -r t: cm t ..._ cc-Li S ' A ter S.1-1 Lt,...
H v Lt4.st3 . 2.� =yt.3E Oc-'1■41-'L off- cwn.Yty .
3) C.i .a-3S by ..k..- I ►J 2 L ,q rte 1411-3 N c i ,
bee-0 I NSTfs-f -L .
4) wk 6,,,,,, o.,� )61._,
s CA) PPL% CAL iSG C P9 ►►.1 IAN. I I.
O fl:,•-t r-1 P 1-14 A 64 tJ C, ezt Wtc. .
to
t'9 tn/ 6 A 1' 9 VI/k--1) . . ,.) S N k..M.y- -L I J —
QS
IInspector; a.
Date: 5^5 3
$30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
IRecept No.:
Date:
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206) 431-3670
• . :.
ypeo nspectron
Address:
.2 4410 cr P ce--- A'
Drila.Called: _os._ „...3
e. ,
Spec nstructions:
DateWantect , z , i3
c, c irt
Requester: (20tal
pproved per applicable codes.
0 Corrections required prior to approval.
COMMENTS:
• (40 ( ,s1 *C-i' a, 9 mer2z\--49
I Inspecior:(_
DEde:.:5-17G
0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must, paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
7'
Date:
INSPECTION RECORD 0
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206) 431 -3670
4:1—.4* /°
/C�
Address:
Date Called:
Sp I rust ons:
Date Wanted:
(3./7
ag)13.m.
Requester:
,3
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at
6300 Southcenter Blvdjulte 100. Call to schedule reinspection.
0 INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
9'S 41
(206) 431-3670
IV :
6.0 te
ype o nspect
:
/ 4°- -.Ci
Special Instructions:
Date Wanted'
/4
Requester:
6 ,4 /
Phone No.:
2.4T) 9 '" 4411 7cJ
[X, Approved per applicable codes. ID Corrections required prior to approval.
COMMENTS:
R-AvYi.,06, (Jr- 12-ia- 2-c( ?Ad t4r-19 g-tA
-rt) g_ks (Acok A PPM VA-t •
€47)01-dr' P-C1/41:. ,s-o 4 aq" g-ksd 0-.
— t,•/ A4 P riAsykr---0
3 2.3
o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
r
0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION RECORD
Retain a copy with permit
NO.
(206) 431 -3670
• ro =
61.... c, �l" yE
ype o nspect • n:
/21/ GV 4 (/ /�4 . ,
Address: / ,3 . 4,j11
%a
fir'De
Cled: .
Spedal Instruions:
:#
Date Wanted:
' 3 -3 -9-3
an p.m-
Requester:r
Phone No.:( ?6, %. cz.,
% i
❑ Approved per applicable codes.
❑ Corrections required prior to approval.
COMMENTS; '
cast --3 )2 S , /2 /2.0/ , / /fir / / /g, #7
ep/ Pic /`�ea'�..,Q #
❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Rene No.:
Date:
INSPECTION RECORD
Retain a copy with Pe rmit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206) 431-3670
Project. ,�, UI (j X
^ Type of Inspection:
'
- inress: I”
n, ,
MI, ova!/
'
.teC.:1: �' _ 6) ..5
Special Instructions:
' �t ,j
"t
. Il�t (
Ilk
Date VWanted: ei7 Z ,� �j
am. .m.
Requester: r
AA/
i
Phone No.: 22( 92 , (g
CApproved per applicable codes.
El Corrections required prior to approval.
COMMENTS:
I"\--ti;, N fur t..e.. S v» g X 27
XP-10 /2-
rinsr—Trctor:
Date: Z ; 9,3
O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
INSPECTION RECORD CJ
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
6 3
Odd 9
PERMIT NO.
(206) 431 -3670
ro ect:
ype o nspe • • n:
oZ 3,3
Ado v-e
1r
Sp, . al Instructions:
g ate Wanted:
c2- e►61, `f3
Requester:co 4./
Pane •.: (r. — '5/e? -7c.
Approved per applicable codes. 0 Corrections required prior to approval.
COMMENTS:
0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
0 INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
eq3 -goof
PERMIT 140.
(206) 431 -3670
Project: vot/e, x
Type of Inspe r/tf /J& J , ,,,Nrr
/
Address:
/ %5) d /26
Date Called: ,�fi71 //
�/eT
Special Instructions:
eat-r 11 a w-•
Date Wanted:
, - ;-
am,
Requester.
A PPofiveO.
Phone No. :� 9 �
Approved per applicable codes.
❑ Corrections required prior to approval.
COMMENTS:
4- r „Ait7. of k-oomS /f 7( I i $; A -10 I 1
Arte- A-e' Orr oW Q.
C us.' 661 of 714-e- r riS+ D Of RAT. \N
121 IS
A PPofiveO.
(",,,r 6 F ItTIF•S‘ C, d F., (Lcicl h,,. / 08
/S
,200,4„,„,,,„
(La) A-a- -- H a tz-i z.o nlrAi.- S 4 6-6v5”-
�->c
—n,t 0 A -
,>ac)N1L oP ,.c Ate- APft,6 P ,...
I- *3
o4J Pvk 4 I.2. ,
Dater 5.3.
❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at
6300 Southcenter Blvd., Suite 100. CaII to schedule relnspection.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206) 431 -3670
Project:/ IA . (0„ ( �)
`�/1.n
1
Jovw `El9jDateCalled:._J.7
ype of Inspection: !�
ri.�
Address: ) z5.5 �-� VI
Spada! Instructions:
Date Wanted :_ �/ -
�� am. p.m.
Requester:
I a,fr
PhoneNo.: -2206
g.-79
J . Approved per applicable codes.
O Corrections required prior to approval.
COMMENTS:
i1r1G, 0(7-. gin:411S I oS AN0 12-1 Aik.i.
_'
pr eR.bVt---e2 . ..�s.f.."+..."'i
.
� ' /Lao ■y- 12 7 1 S 4- Pe cz -.oW� Th, CE I Lt r
1-1€, G H ► O KA-I . A-8 IT 1 S !Z�"- t3- v..%[Leo T0 t - t"reA-u -y
i=5-- A LL ti r"t C r i To Ttt r j2Aru f
11-7( 01 AND iI9 44..4E /1-PPiiq)vk-V
'1,1.6Jr C.A .-TD el_u yn61iJ6-; j(AGN -rni Mett.bV —
(. oe*�' V r4' w, Thi I'l wa-t.u). F(.tz - c-tA
(L..--C- w,t(L-F"'- APpiwv -- . pl.ev- -3E- S64 4 mc i- A
//shit Si OK) 7-6 714 P1.-A-r4S i a$ r)10 P LAA 111610G
I14SP6T- Ohl At PAVJi1 -/ Ama /3I -V(. D‘ >T. 1NSP
A Pea -ovm -- PP i) L --ti c4.1 caJ—'r e" Pc.ficel.ne,,r. '.
Inspector:
a 93
q $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
IReceipt No.:
• Date:
EXIST SU5P. CLG
-- -Es ACE !LJ/ I I/2" MIL SCUD
* 41-a" oC. To UNDERSIDE
CP NEU) BLOCKING a Bor. 00
EXIST, TJI A5 IEO ►D,
MTL. L TRIM, Bail -I SIDES
SCREuJ CONS'. Mkt.. TRAck TO
TOP TRACK e 48'04.
3 1/21 M'i'l . STUDS
Ida' 4.C. (25 GAJ
515' GYP.131)., EA. SIDE
CC)Nr, R TRACK U1/ f OtL R
DRIVEN FASTENER ' a2' O�G.
EXIBt. LONG. SLAG
ThPIC4L P4RTITJON
1 laixr
JAI: 29 '93 8:58
P 44�ov�o
'.."'11111
\c4
\S°
PAR
PAR cef7
RECEIVED
CffY OF TUKWILA
JAN 2 9 1993:.
• PERMIT CENTER.
VARIES (FIELD VERIFY)
+15' -0"t
2' DEEP RUNNER TRACK
INSTALL GYP. 60. UJ/ 1' CLR
SPACE. DO NOT SCREW TO RUNNER
TRACK TO ALLOW FOR MOVEMENT
MTL. STUNS f0 16' Uc.,
- I- IOR1Z. 6LK . 8' -0'
AFP
PROVIDE 8U5F. CEILING IN ROOM
121.
148' GYP. BD., EA. SIDE
FULL NT.
CONT. MTL. RUNNER UJ/ POWER
DRIVEN FASTENER • 32' O.C.
EXIST. CONC. SLAB
FULL HEIGHT PARTITION
1 1/2' =1' -0'
J, tl 29 .'93 8 ;59
v\'`\A JAN 2 9 1993.
GA Q Q ° PERMIT CENTER
9
P5 o��s�a
C�
v�ti� P\ 1�8 54? P ^,1.;? PAGr. nnn
RECEIVED
CITY OF TUKWILA
EXIST SUSP. CLG
4,e---BRACE UJ/ 1 I/2" MTL STUDS
4' -0' 0C. TO UNDERSIDE
OF NEW BLOCKING • BOT. OF
c. EXIST. TJI A$ t EQ'D.
MTL. L TRIM, t OTI.I SIDES
SCREW CONT. MIL. TRACK TO
TOP PLATE a 48'0.C.
1/4' TEMPERED CLEAR GLASS PANELS
W/ 1/4' WIDE CLEAR SEALANT BUTT JOINTS
36' k 46' PANELS
2 X 4 STUDS e 16' 0.C.
• GYP. ex), EA. SIDE
BMT, PLATE LW POWER
PtRIvEN MASTENER d 52' O.
ELTE PARTITION
Is/21=i 03
JA11 29 ,' 93 8:59
EXIST. CONC. SLAB
piN`?
208 , 5117 8212 PArTiF . Ori•4
RECEIVED
CITY OF TUKWILA
'JAN .29 1993
PERMIT CENTER
GYP. l3D. CLG
SEE REFLECTED CLG
PLAN FOR NT.
P. S. 5
CC NT. MIL MINER TRACK • WALL
CEILING FRAMING SEE PEPLECTE CEILit�
FLAN Popz SI1 I SPAc
41,— METAL TRIM
GYP BD., EA. SIDE
EXIST WALL
3 1f7'.MTL STUDS
16` O.C.
4-- %' GYP. BDt„ EA, ME
r--- CC4t. RIMER TRACK W! POWER
DRIVEi4 FASTENER 0 32'.0.C.
+ EXIST. CONC. SLA
TYPICAL .. L P4 TITICN UJ/ GYP. 1E5D. CEILNG
K/ RECEW ED.
Ix? 0 E Cmr.oF,TuKwita
2 1993 JA tJ 2` 9.199
A� , 0v,s1Q� PERMIT CENTER
JAt4 29 '93 . 9:03
APR-13-93 TJJE
1
' • " '
1 ; 2 0
REM( Calk-In ---------.. La .Sflield
OA spacincolian
rp.S.325, Orottp 1. tyt511 1, elm 1
Use Irt: Concrete, brick, stone
Use With: Machine screw. or boll
Made of: Lead and Zama-
7 alloy
Size range: 6-32 to 3/4-10
Layout or hole spotting required
• Single unit calking anchor
Min31Pr
• Salting Tool provided
., •
Screw engage minimum inimum el ,
2/3 of anchor inroads.
.•
P . 2
NOW 26-t—ddlz,
S..
•
, • : •
•
•••
•. • ••• .
• ,
2:1 if.)93
•
• .
OSA Speaks ion PF.S.3.13
CrOup0.7yrie 1.0051901 A2
Use Int Mortar joint, Whereto
Use with: Lag Bolt
Made of: Zamao 7 alloy
Sfze range: 1/4" short to 3/4" long
• Layout or hole•spotting required
- •
• Rustproof
• Short style for hard masonry
• Long style for soft masonry
*Screw length equals work ,
thickness + anchor length
In manor Pinta, Insist, llio linchar to
eXpond Against the brick or block,
Drill bola, Insert onchor until 'high
with surface. PooldOn Ono*, Insert
lag boll and tlfiNert. fivIt
should be naleOfed 10 voSuro full
Woad engagement In mho.
DrIlt hold. InSorl *Wed end until :.
anchor Is Hush with sUrrtiol. 1Jtn9
Se f I In g fool, calk land ergot *aye with ,•
anatp hammer blows. PosIllon (Wont i
Infer ',crew car bolt and Ugh(etr.
.../The Rawl Calk-In is' a precision cast calking typo '
'Machine bolt anchor which Is simply le Install,
.i, The zamac 7 alloy cone ID chamfered at the top rot
nsy Ocrew SlOrtillg, The A harp Collar prevents Om cone
are applied,
from being drawn up through the sleeve when overioedl .
5/10'
0205
1;210
82.20
5.52
10.24
1/4.20
5/10.18
5/0-10
1/2.13
100 -
112
1000
1000
1000
260
2r>o
1-3/4
54111
3/440 1.1/4'
each oncitrinFir7fudo one selling lon1.
LOAD CAPACITIES FOR CALK-IN
4 500 • st concrete
•
tt.
1
• bill .,,,:ticittiliolit
ir lititii'i
' Difillftl
dir,.,initovt
tiNni.aild,;,
1,200
1011
lit
114' ell0t1
1/2
1'
50
500
1.800
'75$
1/4' Lotto
1/2'
1.1/2'
50
500
4
'101
5/16" Shod
1/2"
1-1/4'
50
600
3 •
'105
5/16' loN _
_ JP'
1-3/4"
80
500
4,1/4
'131
3/0' Short
5/0'
1-314'
50
500
6.3/4
1 i ;5
5/8' Long
5/11
2-1/2'
50
250
0..1/2
+:01
NV Short
3/4'
2
60
500
0•1141.
1103
1/2' Lony
3/4'
3'
50
200
14.1/4
'1S1
5/0' Sliod
710-
2'
25
125
13
,z15
Moog
110*
$-112"
25
125
22
101
3/4' Roll
V
2'
2.5
125
14
145
3/4' Long
1'
3-1/2'
25
too
244/2
tOAD CAPACITIES FOR LAG-SHIELD
)Q00 psi cantata
Miort, Style •
1.4C11110.01441:14atir'''
1,340
Shgnr Low! (ti,,.) 1.200
2,640
4.iTAIINV.iititfir#
Tenvion 1.04d MO 4.610 7.400
Shorn Lon/ (I0,) 4,220
, • NOTE: Tho Muni
2.340
3,1)20
5.00
11,250
12,000 15,540
.441116,„
1,200
1,800
tang Style
2,500
liaiiiiiite?i,.;g114V4ilikiliaikr.51(Kia14,Viiiik.:i:.1,Tal"'ik
1•.:
'qnsion Loot) (IWO
600
1,200
3.000
3,000
4,000
thrtn, Load 0)54
1,410
1,650
1.800
2,300
2,800
2.080
APR -- 13--93 TUE
1.
'2S 0 P. 0 3
23 2i:'31 NOW 26- ?T�i1d i
V12
Hex Cap Screws-SAE J429
Mechanical & Quality Requirements for Externally Threaded Fasteners
! al DiA,
radnet
h resdd
rinch
Proof Load $ 7ensile Requirs• Gf t} t
Stress
Arca
•
Grade 2
_
wxA. #
11�`rt 4 Tensile
Load Strength
lb. Niiot, lb.
'4 ".20 .77
.
'16 "•18 •
'8 ".16.
'16"-14
'2" -13
16"-12
,8,. -11
'4 ",10
•4,,,7
0.0318
0.0524
0.0775
0,1063
0.1419
0.182
0.226
0.334
0.462
0.606
0.763
0.969
Grade 5
Proof Tensile
Land Strength
lb. Mint.
Coarse Thread Series--I/WIC
1.750
2,900
4,250
5,850
7,800
10,000
1 2,400
' 18,400
15,200
20,000
25,200
32,000
8'x•6 1.155 38,10
2 ".6 1.405 '., . ti 46,40
Grade S
Proof Tedts.sile
Load Strength
Ib. Min.lb.
2,350 2,700 ' 3,800 3,800
3,900 6,300
5,750 6,600 9,300 9,300
7,850
10,500
13,500
16,700
24,700
27,700
36,400
45,800
58,100
0 84,300
14441 i- , - ■••
9,050
12,100
15,500
19,200
28,400
39,300
51,500
56,500
71,700
12,800
17,000
21,800
27,100
40,100
55,400 00
72,7m
101,700
12,800
17,000
21,800
27,100
40,100
55,400
72,700
91,600
116,300
4,750
7,850
11,600
15,900
21,300
27,300
33,900
50,100
69,300
90,900
114,400
145,400
85,500 121,300 138,600 173,200
104,000 147.500 168,600 , .210,800
SQr/C8 -UNRF
Fine Thread
4'1.28 ' . 0.0364 2,00
16 "•24 •• 0.0580 3,20
8 " -24 • 0.0878 4,80
16 ".20
2"•20
16"-18
117.18
"1G
a ".14
4 uns
9 "•'12 .
0.1)87
0.1599
0.203
0.256
0.373
0.509
0.663
0,679
0.856
0 2,700
0 6,500
6,550
8,800
11,20G1
14,100
20,500
16,800
21,900
22,400
28,200
8,800
11,800
15,000
18,900
27,600
30,500
39,800
40,700
51,400
1" -12 1.073 ' 35,400 64,400
3 " -12 • ' 1.315 43,400 78,900
2"-12 1,561 • 52 200 • 94,900
_ H.M-
3,100 4,350 4,350 5,450
4,900 6,950 6,950 13,700
7,450 10,500 1.0.500 13,200
10,100
13,600
17,300
21,800
31,700
43,300
56,400
57,700
63,300
79,400
97,300
117,000
14,200
19,200
24,400
30,700
44,800
61,100
79,600
81,500
89,900
14,200
19,200
24,400
30,700
44,800
61,100
79,600
81,500
102,700
17,800
24,000
30,400 •
38,400
56,000
76,400
99,400
101,900
120,400
112,700 128,800 161,000
138,100 157,800 • 197,200
166100 189,700 ' 237,200
.bads and tensile strength* are computed by multiplying theprpof Toad stresses and tensile strengths stresses
stress area bi the thread,
$54 (D .44 ,9743) 2
N
).equals nominal diameter in Inches, and N equals threads per Inch,
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ATTACH TO FLAT8" THICKC.M.U. WALL ( 8'0" A .G.)
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• CITY OF TUKWILA
6300 SOUTHCENTER BOULEVARD
TUKWILA, WA 98188
* * REVISION SUBMITTAL *
DATE / 2 2-
PROJECT NAME
ADDRESS
(Act I42-X
3 3 Anctooea: ark e.
• CONTACT PERSON ‘A te.( Vl• v-‘ ak
PHONE 670 2 -05-7 S'
ARCHITECT' OR ENGINEER (e•i-t e .e I U-3 e. ,4c ci' f c-4-$ S.
PLAN CHECK/PERMIT NUMBER B — 000 ci
TYPE OF REVISION:
Adoti4-/orta.( -p; C-AilCtS ‘i
aarki tel c.0 c-r k0 b o r ci al
SHEET NUMBER(S)
"Cloud" or highlight all areas of revisions and date revisions.
SUBMITTED TO:
ftr..al\IED
CITY OF
FEB '2 2 1.9Wa.
cC
rriktz
pRo\IED
vEB 2 2 1993
Kie tAL..4.,,
su DING DIVISION
CITY OF TUKWILA
6300 SOUTHCENTER BOULEVARD
TUKWILA, WA 98188
SUBMIT TAL
DATE ID/e45
PROJECT NAME K i Camerc1/4 /6\4i14
ADDRESS
CONTACT PERSO
ARCHITECT OR ENGINEER
PHONE %Z.'. os7g
PLAN CHECK/PERMIT NUMBER 1 3'° OCCEL
TYPE OF REVISION:
SHEET NUMBER(S)
"Cloud" or highlight all areas of revisions and date revisions.
SUBMIT ED TO:
CM' OFIUI'\ ED
O C 2 ( 153
MG DIVISION
Construction Services
#RKO IN'•110BF
13620 NE 20th • Suite J • Bellevue, Washington 98005
(206) 562-0578 • FAX (206) 562 -0863
Mr. Ken Nelson
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard, suite #100
Tukwila, WA 98188
RE: Permit Number B93 -0009
Kits Camera /Qualex
Dear Ken:
October 21, 1993
I have enclosed information concerning the awning at referenced
project, per our recent telephone conversations. The information
has been supplied by our subcontractor Dwinell's Visual Systems,
which includes elevation, cross section and fastener details.
We, hereby, request that this information be accepted as a revision
to the original building permit drawings.
Our extension for completing awning work and satisfying the City of
Tukwila with a final inspection is due to expire 10/30/93. Please
contact me at 562 -0578 if I can .assist in expediting this matter or
if I need to apply for another extension. Thanks.
Sincerely,
Bruce Harris
Project Manager
LICENSED • BONDED ° INSURED
RECEIVED
OCT 2 21993
DEVELOPMENT
DATE
CITY OF TUKWILA
6300 SOUTHCENTER BOULEVARD
TUKWILA, WA 98188
:
REVISION SU : 1TTAL *
PROJECT NAME Ci A 1-x 7I1'?73 Thviv L
ADDRESS 1 33 1't ch v is
CONTACT PERSON .1%U (Le/ ke-e. / 5 PHONE
ARCHITECT OR ENGINEER
PLAN CHECK/PERMIT NUMBER q- " 000q
TYPE OF REVISION:
P.o Pp- i:i1 4-r013
SHEET NUMBER(S)
"Cloud" or highlight all areas of revisions and date revisions.
SUBMI'I'i'L•'D TO: Keio N
RECEIVED
CITY OF TUKWILA.
JAN 2 9 1.993
pERMIT CENTER
i
LPPLER . DIEL . WEBB ARCH1TE t'S, P.S.
2225 North 56th Street
Seattle, Washington 98103
(206) 547- 1940 FAX (206) 547 -8212
DATE:
JOB #:
TO:
A1TN:
RE:
FACSIMILE COVER SHEET
E CLOSURES /MESSAGE:
x rU 1
_ c4.
IF YOU DO NOT RECEIVE ALL _5' PAGES (INCLUDING THIS SHEET)
PLEASE C A L L AT (206) 547 -1940
FAX #: P o e •S' D, ___ _, ADDITIONAL COPIES SENT BY MAIL Y/N
COPIES TO:
` CC VED
CITY CF TUKwIU4
,JAN 2.9 1993
PERMIT CENTER
PAXCOVPR
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c�
City of Tukwila
Department of Community Development
January 22, 1993
Daniel Reina
RKO Inc.
13620 N.E. 20th, Suite J
Bellevue, WA 98001;
RE: Qualex /Kits Photo Lab tenant improvement
Plan Check Number: B93 -0009
Dear Mr. Reina:
John W. Rants, Mayor
Rick Beeler, Director
After an initial review of the subject project, it has been
determined that additional information and corrections to plans be
submitted prior to completion of the plan review. Please address
the following comments.
1. All rooms and spaces are required to be Accessible per U.B.C.
/` Chapter 31 and WAC 51 -20. Provide corrections for accessible
routes of travel.
2. Drawing details #4 of A1.2 and A of A1.2 show the wall connect
to the roof. This detail must include a connection method
with consideration given to roof compression such as a slip
joint or similar designs.
3. Drawing number A2.1 shows rooms number 117, 118, 119, 124,
126, and 127 to have a new gypsum board ceiling. Drawing
number A1.2 refers these room walls to detail #1 of A1.2 and
/ shows a suspended ceiling above these wall partitions.
Correct _all drawings and provide details for applicable
proposed installation.
4. Detail "A" of drawing number A1.2 as designed may consequently
be assumed to provide an area of storage over these ceilings.
The over ceiling areas must be designated for their purpose on
the drawings and be qualified for that use. Examples; (1) If
NO storage is proposed, then a method of preventing storage
must be designed. (2) If storage is proposed, then the
construction must be qualified for a proposed floor load limit
and be posted for such.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (20 43173670 • Fax (206) 431.3665
Page 2
A lighting budget of watts per quare foot for all new ceilings
and a light switching detail are required. These requirements
must be provided for conformance to the Washington State
Energy Code Section 505.
6. Provide reference for a means of ventilation to all new rooms
in compliance with U.B.C. 705(b) and WAC 51 -31 Section 304.
Note; A separate permit is required for mechanical work.
7. All glazing subject to human impact or in hazardous locations
must comply to U.B.C. Section 5406 and designated on the
drawing as such.
Please confirm you have received these comments by contacting this
office and /or submit revisions within ten working days. Feel free
to call me if there are any questions, 8:30 a.m. to 4:30 p.m. at
431 -3670.
Sincerely,
Ken Nelsen
Plans Examiner
CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 01/28/93
Activity Table Processing BUILDING PERMIT
Permit No: B93 -0009 Tenant :QUALEX tR+Z'S `PH
Status: PENDING Address:-1233 DO
Type: B -BUILD Vers: 9101 Screen: 01
Base Information
Parcel No: 352304 -9084
Owner: VALLEY PROPERTIES
Validated By: DLM Plan Ck Approved: / /
Status: PENDING Applied: 1/13/1993 Issued: / /
Active /Inactive: A Completed: / / To Expire: / /
C of 0 Issued: / / Bus Lic #:
Nature of Work: INTERIOR PARTITION RELOCATION, PARTIAL FLOORING
Location:
Category: ACOM (N= NEW /A= ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND)
Zoning: Gas /Elec:
Census Code: 437 # of Units: # of Bldgs: Pub Own:
Streams: Slope: N Wetlands: Water:TUKWILA Sewer:TUKWILA
Setbacks - North: .0 South: .0 East: , West: .0
Valuation: 100,000.00 Fire Protect SRINKLERED
Type Const: 1PP Type Occ:0016 OFFICE
UBC Edition: 1991 Occupant Load:_67... Occupancy Grp:B -2
F7= Update, F2= Previous Line ESC= Cancel: Update
CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 01/28/93
Activity document routing maintenance. BUILDING PERMIT
Permit No: B93 -0009
Route: 1 Current Route Line: 3 of 6
Packet Units Description Station Status Received Assigned Complete
aaaaaaaaasaaaasasasasaasasaaasaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaassassasaaaasaaa
Packet Units Action Station Initials Status Received Assigned Completed
BUILD 01 01 C BLDG KEN Approved 01/15/93 01/20/93 01/28/93
Priority (0 /low..9 /high): 0
Regular hours (HH.MM): .00 Overtime Hours(HH.MM):
Comments 1 OCC LOAD u ° S'''
[� • 1 }4• • • • • •..•b. RETAIL " 17.x
211'1''' S.:Rp.: . tr , ; ..` :'.. aALLF OTHER 51
1
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F1 =Help, ESC =Exit current screen.
PI;EASE REVIEW
PLAN SYMBOLS
L* DETAIL
A -4 DRAWING FUR
Y
VICINITY MAP
WALL SECTION A
DRAWII4 s FIVE
ELEVATION 5
SHEET A-6
NORTH ARROW
GRID LINE
FLAN NOTE
LEG4L DESCRIPTION
ANDOVER PARK EAST
PROP. LINE N. 01' 5r3tai E. 110.13'
EXISTM LANDINCs
EXISTING LANDSSAIING
That portion of Government Lot 1, Section 35, Township 23 North,
Range 4 East, WM.; in King County, Washington, described as Follows:
BEGINNING at the Northeast corner of said Lot 1: thence North 81
degrees 44' 08' West along the North line of said Lot 1 a distance of
44e.48 feet thence South 01 degrees 5P 3g' West ashi feet: thence
North 88 degrees 013' 21' Wet ',0 feet to the Westerly margin of
Andover Park East as conveyed to the Cityy of Tukwila by Deed recorded
under King County Recording Number 6315442 and TRUE POINT OF
BEGINNING:
thence South 01 degrees 51'39' LIAM 110.13 feet: thence along a curve
to the right having a radius of 50 feet through a central angle of 85
degrees 54' 15', an arc distance of 14.1 feet to a point on the
Northerly margin of South 180th Street as conveyed to the City of
Tukwila by Deed recorded under Kind County Recording Number 6315444:
thence along said northerly margin on a curve to the left having a
radius of 560 feet through a central an of 12 degrees 53' 14' an
arc distance of 125.°.X'5 feet:
thence North 01 degree 51' 3S' East 242.SS feet to a point which
bears North a degrees 08' 21' West from TRUE POINT OF BEGINNIi x:
thence South 88 degree 08' 21' East 110 feet to the TRUE POINT OF
BEGINNING:
EXCEPT any portion that may Ile within the Wet 20 acre of said
Government Lot I.
SJ.u. 43rd ST.
PROJECT INFORMATION
u,ALDING CODE
OCCth'4JCY
AREA
CONSTRUCTION TYPE
ZONING
SEISMIC
191 tJOC
5.2 (RETAIL SALES;
12 ,530 SO. FT.
vN SPRINKLERED
CM
A55REvA7aONS
TAX PARCEL x'18888 -0- 0555 -00
Are.
ASV.
APP.
ALUM
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ABOVE MN FLOUR
ALUMIl I1
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BUILDING
29 STALLS EXISTING PARKING
1
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IN3L. INetLATICN
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SHEET INDEX
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SITE PLAN A GENERAL NOTES
DEMOLITION PLAN
FLOOR PLAN
REFL CTED CEILING PLAN
Date:
Project: $3,303
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4b' -S'
FIFE RISER
EXIST SUSP. CL&
STORAGE
Cpl
as
a
�.
1! 6' DOOR Ili/ Ia' 14IH E&
4 toR
WALL L SG HMS a 44'
- ELEC. 5ERvICE
EAST. 5' LUNG SIDEWALK
48' -I 1/2'
.�'.Uf- %• i1�yf-a. J��pQ1�A 1Y.11�X;.y�ypep����yy! 'Q�."�01�✓,/!. {i`p
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FLOOR PLAN -NEW WALLS
MO I I D.j.. Q. OVID - 'O... i .VIDE Y cuivt
UT5I5E+ AI I R.: LIP4h ',:: IN :NEiU Ot71''"i6
SCALE: 1/S' s 1' -0'
North
GYP. BD. CLG
SEE REFLECTED` CLG
PLAN FOR HT.
EXIST WALL
a
JOIST 144IR 4 L EPGEER
CEILI FRAMING SEE MFLECTED cEILING
PLAN FOR SIZE 4 SPACING
METAL TRIM
%'s' GYP. BD., EA. SIDE
2 X 4 STUDS 8 lea' OC.
r'a` G'1''F'. BD., EA. SIDE
�--T- BOt; PLATE W/ POWER
DRIVEN FASTENER a 32' 0.C.
__ EXIST. CONC. SLAB
5 TYP1C4LF4RTIT1ON W CEILING
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1
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CELENG • 4804'
DAW
NEW GYP. ED.
CELLAR 0 480„0'
l
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---� -- NO c EILP OPEN Tr.--- --�-�•
6TRUCIURE Ate, TYP.
Ti#S AIWA LN.EtJO ROOM
18 NOTED CAW*
5E
ii
Nei ANL ACOWSTICAL
TILE CEILING •001.00
•
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Nell GYP. W.
CEILING e
EJ
teu GYP. BD.
FILM FROCE56.
BLACK 4 UAPTE
L]
TO GYP. P.
CEILING • •104
MN/ GYP. ED.
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::.J1IiiiituiiiL.
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M.3CW Ar304, TYP.
P.
748 A 4
18 NOTED OEE
BJ
i0r
NEW GYP. KA
CEILING •
�l
MOSONCE
NEW GYP ID.
CEILING • 48'4`
ALL MECHANICAL 4 ELECTRICAL WORK SHALL BE BIDDER DESIGNED. MECHANICAL
ELECTRICAL WORK SHALL 5E UNDER A SEF'ERATE PERMIT AND SHALL CONFOR1 TO ALL
APPLICABLE CODES iWCLUDIAJC, BUT NOT LiMITED TO OUTSIDE AIR VENTILATION
REOUIR MENTS AND SWITCHING REQUIREMENTS FOR LIGHTS. REFER TO MECHANICAL
AND ELECTRICAL DRAWINGS.
NEW tttefeasp
CEILM SYSTEM
CHECK
Np.0 GYP BD.
C.EILNG • 40'•
1 EU daseamio CEILING
W/ fii.00AT ? LION% PER PLAN.
ALIGN UMW ADJACENT Gam.
EXISTING C.EILiNG
TO REMAIN
PRJCING
AND
51114
cJ
1 <r
t:
NO CEILING
STRUCTURE
taU 6' DOOR W tl3t i4Nr E$
41-
..r
TO
NCai NG POWER MAIN DICOPE T
LW. SCOMCE8 •
FETAL
STORE
TING CEILING
REMAN
(ROPE
STORAGE
EXISTING AILING
TO RE141N
Mil 1
Dot
OMNI
WOVEN
M8® iGE
BREAK ROOM
CROSS PI NNER
12 GA. SPLAY WIRE
BRACING N PLANE
OF EACH RUNNER.
VERTICAL ANGLE •
45 DEGREES
MAIN FU+4ER
TYPICAL CEILING BRACING
PERIMETER MEMBER
1 STARTER WALL
RUNNERS AT WALLS
01.1100.11
1 tiCA�. 1-_,_ .L. SUSPENSION WNW. SHALL E:7, OF
•12 GAUGE SPACED AT 4 FEET 0.C. ALONG EACH MAiN
%IJINEIR. SUSPENSION WIRES SPACED AT GREATER
THAN 4 FEET C. SMALL R3E OF •0 GAUGE.
EACH VERTICAL WIRE SHALL DE ATTATCHEP TO THE
CEILING SUSPENSION MEMBER WITH A MINIMUM OF THREE
TURNS AND TO THE STRUCTURE ABOVE WiTH A
CONNECTION CAPABLE OF CARR'Y'ING NOT LESS THAN
100 POUND ALLOWABLE LOAD.
PERIMETER? HANGERS: AT ALL LOCATIONS NE TERMINAL
ENDS OF EACH CROSS RUNNER SHALL DE SUPPORTED
INDEPENDENTLY A MAXIMUM OF 8' FROM 1 EACH WALL
WITH '12 GAUGE WIRE.
LATERAL FORCE BRACING: HORIZONTAL RESTRAINT
SHALL 3E PROVIDED BY FOUR *12 GAUGE WIRES
SECURED TO THE MAIN RUNNER WITHIN 2' OI= THE
CROSS Ri+IER INTERSECTION AND SPLAYED 90
DEGREES FROM EACH OTI-EI AT AN ANGLE NOT
EXCEEDING 45 DEGREES FROM NE PLANE OF TWE
CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL
BE PLACED 12 FEET D.C. N BOTH DIRECTIONS UJIN
THE FIRST PONT WITHEN 4 FEET FROM EACH WALL.
ATTATCI -IMENT OF THE RESTRAINT WIRES TO NE
STRICTURE ABOVE SHALL BE ADEMATE FOR NE
LOAD IMPOD.
NOTE: SUSPENSION GRiD SYSTEM TO BE COMPATIBLE
WiN SUSPENDED TILE SPECIFIED. SEE REFLECTED
CEILING PLAN FOR SPECIFICATIONS.
SUSPENDED CEILING BRACING DETAIL
NO WALE
VOTING CEILING
TO tt4N
fUISTING C ILE%
TO WAN
ii
EXIat'G+Ira CE 43'4
10 !elAN
North
1
1
ELEC. emvice
EXIST. 8' 60,EWALX
SCALE: I /504!0 -0E
E:XI8TI4 CEiLlt4C
TO RETRAIN
LIGI-4TING POWER 6UGET
TOTAL SF. OF NEUJ CE IL FNS = 3012.0 S.F.
3012 SF. x I.1 LUATT /S.E.: 5120A TOTAL WATTS ALLOWED
Lt,M1NARE INFORMATION
3 TUBE (32 WATTS) FLUG SCENT FIXTURE LW ELECTRONIC BALLAST
2 88 WATTS PER FIXTURE
TOTAL NUMBER a LUMNARES:50
50 LUMiNAIES x88 WATTS/LUMiNARE : 4400 TOTAL WATTS
4400 t14TT5 LESS THAN 5120 THEREFORE OK
b���wbULE
Door
Size
Rating
Remarks
100
PR 31-0' x 6'-8' x I -3/4°
None
Existing
101
3'0' X 6'-8' X i -3/4'
Nona
Existing
102
3'0' X 6'4° X I -3/4'
None
SC Wood w/ Wood Frame
103a
Not Used
103b
3'0" X 6`-8' X I -3/4"
None
SC Wood w/ Wood Frame
105
3'0" X 6'-8" X I -3/4"
None
Existing
108
3'0" X 6'78' X 1 -3/4'
None
Existing
107
3'0' X 6'-8' X 1 -3/4°
None
Existing
' 108
3'0' X 6'4' X 1 -3/4'
None
SC Wood w/ Wood Franc
109
3'0' X 6' -8" X I -3/4'
None
Existing
1!0
3'0° X 6'-8' X 1 -3/4'
None
Existing
111
3'0" X 6'-8' X I.3/4'_
None
Existing
112
3` X 6 "--3 X ! -3/4'
None
Existing
113o
3'0' X 6'-8' X I -3/4'
Nona
Existing
113b
12'-O Wlde
None
Existing Overhead Door
114a
3'0' X 6'78' X I -3/4"
None
Existing '
114b
3'0' X 6' --8' X 1 -3/4'
None
Existing
114c
3'0° X 6' -8" X I -3/4"
None
Existing
. 115
3'0' X 6'-8' X I -3/4°
None
Existing
1160
PR. 3'-0' x 6'-8" x I -3/4"
None
New w/ 180" binges
I16b
PR. 3'-0" x 6'-8' x 1 -3/4°
None
Existing
117
3'0° X 6'--8" X I --3/4'
None
SC Wood w/ Wood Franc
118
3'0" X 6'4" X 1 -3/4"
None
SC Wood w/ Wood Frame
1 19
3'0° X 6'--8" X I -•3/4"
None
SC Wood w/ Wood From
120a
3'0' X 6' -8 X I -3/4'
one
SC Wood w/ Wood Frcarie
120b
6'-O x 8'-4"
None
New Overhead Door
' 121
3'0' X 6'-8" X I -3/4'
None
SC Wood w/ Wood Fromm
I23o
PR, 3'-0" x 6'-8' x I -3/4'
None
SC Wood w/ Wood Frame
I23b
3'0' X 6'--8" X I --3/4'
None
SC Wood w/ Wood Frame
123c
3'3' X 6'-8' X 1 -3/4'
Nona
SC Wi d w/ Wood Frame
124
PR. 3' -0° x 8'-8' x 1 -3/4'
None
SC Wood w/ Wood Frame
. I26o
Not Used
128b
3'0' X 6'--6' X 1 -3/4'
None
SC Wood w/ Wood Frame
126c
3'0' X 6'78" X I-3/4'
None
SC Wood w/ YNod From
127
3'0' X 6'--8' X 1 -3/4'
None
SC Wood w/ Wood Frame
128a
PR. 3'-0' x 6'-8" x I -3/4'
None
SC Wood w/ Wood Frame
I28b
PR. 3' --0° x 6'-8" x I -3%4'
None
Existing
LEGEN/ SYIIEOLS
3 ME FLIJORESaNT Finn (3 orrenuev tW ELECTRONIC
S3ALLLAST (TOi'AL iGl4TTAE ■ eV
311 E R.0 6C NT FIX (32 WATTS/TUBE) WACE
MOWED UY ELECTRONIC E&LAST (Tani.. 11 stT • 88)
64J1' CE {Litt SYSi1 1
�4 GYPet WARD CEILING Man% NOICAItNG
OC. 6PAN DIRECTION 4 tlEMER SIZE 4 SPACING
f.c22
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(1111111!111111111111111111 1111II11111 11111111011111111111 !11111kIdWthillhll�lll
I. 111 1 1 � 1 i . ,J 1.11 I'1
4 5 FJ
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